ReP USP - Resultado da busca

Artigo de periodico
Fracturing, comminution and grain-size-sensitive creep as a record of coseismic loading in the middle-crust: insights from the Urtiga mylonitic pluton (NE Brazil) (2024)
Viegas, Gustavo ; Taufner, Rhander ; Okudaira, Takamoto ; Hidas, Károly ; Menzel, Manuel D. ; Archanjo, Carlos José ; Pereira, Yasmin dos Santos ; Souza, Carolina Peixoto de
Fonte: Journal of Structural Geology. Unidade: IGC
Assuntos: CISALHAMENTO, REOLOGIA, SISMOLOGIA
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ABNT
VIEGAS, Gustavo et al. Fracturing, comminution and grain-size-sensitive creep as a record of coseismic loading in the middle-crust: insights from the Urtiga mylonitic pluton (NE Brazil). Journal of Structural Geology, v. 187, n. , p. 105237-, 2024Tradução . . Disponível em: https://doi.org/10.1016/j.jsg.2024.105237. Acesso em: 18 out. 2024.
APA
Viegas, G., Taufner, R., Okudaira, T., Hidas, K., Menzel, M. D., Archanjo, C. J., et al. (2024). Fracturing, comminution and grain-size-sensitive creep as a record of coseismic loading in the middle-crust: insights from the Urtiga mylonitic pluton (NE Brazil). Journal of Structural Geology, 187( ), 105237-. doi:10.1016/j.jsg.2024.105237
NLM
Viegas G, Taufner R, Okudaira T, Hidas K, Menzel MD, Archanjo CJ, Pereira Y dos S, Souza CP de. Fracturing, comminution and grain-size-sensitive creep as a record of coseismic loading in the middle-crust: insights from the Urtiga mylonitic pluton (NE Brazil) [Internet]. Journal of Structural Geology. 2024 ; 187( ): 105237-.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.jsg.2024.105237
Vancouver
Viegas G, Taufner R, Okudaira T, Hidas K, Menzel MD, Archanjo CJ, Pereira Y dos S, Souza CP de. Fracturing, comminution and grain-size-sensitive creep as a record of coseismic loading in the middle-crust: insights from the Urtiga mylonitic pluton (NE Brazil) [Internet]. Journal of Structural Geology. 2024 ; 187( ): 105237-.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.jsg.2024.105237
Artigo de periodico
Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections (2024)
Araújo, D. L.; Borges, Vanessa Elizabeth dos Santos; Bernardes, Efraim Soares; El Debs, Mounir Khalil
Fonte: Engineering Structures. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CISALHAMENTO, ESTRUTURAS
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ABNT
ARAÚJO, D. L. et al. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections. Engineering Structures, v. 308, p. 1-19, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117953. Acesso em: 18 out. 2024.
APA
Araújo, D. L., Borges, V. E. dos S., Bernardes, E. S., & El Debs, M. K. (2024). Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections. Engineering Structures, 308, 1-19. doi:10.1016/j.engstruct.2024.117953
NLM
Araújo DL, Borges VE dos S, Bernardes ES, El Debs MK. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections [Internet]. Engineering Structures. 2024 ; 308 1-19.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117953
Vancouver
Araújo DL, Borges VE dos S, Bernardes ES, El Debs MK. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections [Internet]. Engineering Structures. 2024 ; 308 1-19.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117953
Artigo de periodico
Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods (2024)
Menezes, Isabella Silva; Ferreira, Tobias Ribeiro; Souza, Clara Gaspar Fossi de; Pratavieira, Rogério; Lahr, Francisco Antonio Rocco ; Freitas, Ludmila de; Santos, Herisson Ferreira dos; Christoforo, André Luis
Fonte: BioResources. Unidade: EESC
Assuntos: MADEIRA, CISALHAMENTO, ESTRUTURAS
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ABNT
MENEZES, Isabella Silva et al. Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods. BioResources, v. 19, n. 4, p. 7408-7417, 2024Tradução . . Disponível em: http://dx.doi.org/10.15376/biores.19.4.7408-7417. Acesso em: 18 out. 2024.
APA
Menezes, I. S., Ferreira, T. R., Souza, C. G. F. de, Pratavieira, R., Lahr, F. A. R., Freitas, L. de, et al. (2024). Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods. BioResources, 19( 4), 7408-7417. doi:10.15376/biores.19.4.7408-7417
NLM
Menezes IS, Ferreira TR, Souza CGF de, Pratavieira R, Lahr FAR, Freitas L de, Santos HF dos, Christoforo AL. Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods [Internet]. BioResources. 2024 ; 19( 4): 7408-7417.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.15376/biores.19.4.7408-7417
Vancouver
Menezes IS, Ferreira TR, Souza CGF de, Pratavieira R, Lahr FAR, Freitas L de, Santos HF dos, Christoforo AL. Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods [Internet]. BioResources. 2024 ; 19( 4): 7408-7417.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.15376/biores.19.4.7408-7417
Artigo de periodico
Cross laminated timber bonding quality for different brazilians species and pressing levels (2024)
Silva, João Vitor Felippe; Oliveira, Karina Aparecida de; Oliveira, Carolina Aparecida Barros; Silva, Maria Fernanda Felippe; Molina, Julio Cesar
Fonte: Maderas. Unidade: EESC
Assuntos: MADEIRA, CISALHAMENTO, MADEIRA, MADEIRA, MADEIRA, ESTRUTURAS DE MADEIRA, LAMINADOS, ESTRUTURAS
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ABNT
SILVA, João Vitor Felippe et al. Cross laminated timber bonding quality for different brazilians species and pressing levels. Maderas, v. 26, n. 2, p. 1-12, 2024Tradução . . Disponível em: http://dx.doi.org/10.22320/s0718221x/2024.02. Acesso em: 18 out. 2024.
APA
Silva, J. V. F., Oliveira, K. A. de, Oliveira, C. A. B., Silva, M. F. F., & Molina, J. C. (2024). Cross laminated timber bonding quality for different brazilians species and pressing levels. Maderas, 26( 2), 1-12. doi:10.22320/s0718221x/2024.02
NLM
Silva JVF, Oliveira KA de, Oliveira CAB, Silva MFF, Molina JC. Cross laminated timber bonding quality for different brazilians species and pressing levels [Internet]. Maderas. 2024 ; 26( 2): 1-12.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.22320/s0718221x/2024.02
Vancouver
Silva JVF, Oliveira KA de, Oliveira CAB, Silva MFF, Molina JC. Cross laminated timber bonding quality for different brazilians species and pressing levels [Internet]. Maderas. 2024 ; 26( 2): 1-12.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.22320/s0718221x/2024.02
Artigo de periodico
Influence of apparatus scale on geogrid monotonic and cyclic/post-cyclic pullout behavior in cohesive soils (2024)
Rincón Barajas, Sergio Arturo; Mattielo Pedroso, Gabriel Orquizas; Ferreira, Fernanda Bessa; Silva, Jefferson Lins da
Fonte: Applied Sciences. Unidade: EESC
Assuntos: GEOSSINTÉTICOS, CISALHAMENTO, GEOTECNIA
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ABNT
RINCÓN BARAJAS, Sergio Arturo et al. Influence of apparatus scale on geogrid monotonic and cyclic/post-cyclic pullout behavior in cohesive soils. Applied Sciences, v. 14, n. 13, p. 1-18, 2024Tradução . . Disponível em: https://dx.doi.org/10.3390/app14135861. Acesso em: 18 out. 2024.
APA
Rincón Barajas, S. A., Mattielo Pedroso, G. O., Ferreira, F. B., & Silva, J. L. da. (2024). Influence of apparatus scale on geogrid monotonic and cyclic/post-cyclic pullout behavior in cohesive soils. Applied Sciences, 14( 13), 1-18. doi:10.3390/app14135861
NLM
Rincón Barajas SA, Mattielo Pedroso GO, Ferreira FB, Silva JL da. Influence of apparatus scale on geogrid monotonic and cyclic/post-cyclic pullout behavior in cohesive soils [Internet]. Applied Sciences. 2024 ; 14( 13): 1-18.[citado 2024 out. 18 ] Available from: https://dx.doi.org/10.3390/app14135861
Vancouver
Rincón Barajas SA, Mattielo Pedroso GO, Ferreira FB, Silva JL da. Influence of apparatus scale on geogrid monotonic and cyclic/post-cyclic pullout behavior in cohesive soils [Internet]. Applied Sciences. 2024 ; 14( 13): 1-18.[citado 2024 out. 18 ] Available from: https://dx.doi.org/10.3390/app14135861
Artigo de periodico
Evaluation of the efects of extrusion parameters on the swelling of extruded flament in an innovative 3D printer containing a vertical co-rotating twin-screw extrusion unit (2024)
Silva, Dávila Moreira Lopes; Barbosa, Patricia Alves; Chinelatto, Marcelo Aparecido ; Silveira, Zilda de Castro
Fonte: International Journal of Advanced Manufacturing Technology. Unidade: EESC
Assuntos: EXTRUSÃO, IMPRESSÃO 3-D, CISALHAMENTO, ENGENHARIA MECÂNICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Dávila Moreira Lopes et al. Evaluation of the efects of extrusion parameters on the swelling of extruded flament in an innovative 3D printer containing a vertical co-rotating twin-screw extrusion unit. International Journal of Advanced Manufacturing Technology, v. 134, p. 2217-2232, 2024Tradução . . Disponível em: http://dx.doi.org/10.1007/s00170-024-14233-z. Acesso em: 18 out. 2024.
APA
Silva, D. M. L., Barbosa, P. A., Chinelatto, M. A., & Silveira, Z. de C. (2024). Evaluation of the efects of extrusion parameters on the swelling of extruded flament in an innovative 3D printer containing a vertical co-rotating twin-screw extrusion unit. International Journal of Advanced Manufacturing Technology, 134, 2217-2232. doi:10.1007/s00170-024-14233-z
NLM
Silva DML, Barbosa PA, Chinelatto MA, Silveira Z de C. Evaluation of the efects of extrusion parameters on the swelling of extruded flament in an innovative 3D printer containing a vertical co-rotating twin-screw extrusion unit [Internet]. International Journal of Advanced Manufacturing Technology. 2024 ; 134 2217-2232.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.1007/s00170-024-14233-z
Vancouver
Silva DML, Barbosa PA, Chinelatto MA, Silveira Z de C. Evaluation of the efects of extrusion parameters on the swelling of extruded flament in an innovative 3D printer containing a vertical co-rotating twin-screw extrusion unit [Internet]. International Journal of Advanced Manufacturing Technology. 2024 ; 134 2217-2232.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.1007/s00170-024-14233-z
Artigo de periodico
Failure mechanisms of shear zones in an undisturbed residual soil by SEM image analysis (2024)
Lemos, Mariane Borba de ; Marinho, Fernando A. M. ; Ulsen, Carina ; Egydio-Silva, Marcos
Fonte: Geotechnical and Geological Engineering. Unidades: EP, IGC
Assuntos: SOLO RESIDUAL, CISALHAMENTO
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ABNT
LEMOS, Mariane Borba de et al. Failure mechanisms of shear zones in an undisturbed residual soil by SEM image analysis. Geotechnical and Geological Engineering, v. 42, p. 2459-2474, 2024Tradução . . Disponível em: https://doi.org/10.1007/s10706-023-02685-1. Acesso em: 18 out. 2024.
APA
Lemos, M. B. de, Marinho, F. A. M., Ulsen, C., & Egydio-Silva, M. (2024). Failure mechanisms of shear zones in an undisturbed residual soil by SEM image analysis. Geotechnical and Geological Engineering, 42, 2459-2474. doi:10.1007/s10706-023-02685-1
NLM
Lemos MB de, Marinho FAM, Ulsen C, Egydio-Silva M. Failure mechanisms of shear zones in an undisturbed residual soil by SEM image analysis [Internet]. Geotechnical and Geological Engineering. 2024 ;42 2459-2474.[citado 2024 out. 18 ] Available from: https://doi.org/10.1007/s10706-023-02685-1
Vancouver
Lemos MB de, Marinho FAM, Ulsen C, Egydio-Silva M. Failure mechanisms of shear zones in an undisturbed residual soil by SEM image analysis [Internet]. Geotechnical and Geological Engineering. 2024 ;42 2459-2474.[citado 2024 out. 18 ] Available from: https://doi.org/10.1007/s10706-023-02685-1
Trabalho de evento
One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation (2024)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; El Debs, Mounir Khalil
Fonte: Proceedings. Nome do evento: International Structural Engineering and Construction. Unidade: EESC
Assuntos: LAJES, CONCRETO ARMADO, CISALHAMENTO, ESTRUTURAS
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ABNT
SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation. 2024, Anais.. Fargo, ND, USA: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2024. Disponível em: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10. Acesso em: 18 out. 2024.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2024). One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation. In Proceedings. Fargo, ND, USA: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.14455/ISEC.2024.11(1).STR-10
NLM
Sousa AMD de, Lantsoght EOL, El Debs MK. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation [Internet]. Proceedings. 2024 ;[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10
Vancouver
Sousa AMD de, Lantsoght EOL, El Debs MK. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation [Internet]. Proceedings. 2024 ;[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10
Artigo de periodico
Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels (2024)
Alves, Larissa Fé; Pessoa, Poliana de Melo; Jardim, Pedro Ignacio Lima Gadêlha; Faustino, Emerson; Santos, Herisson Ferreira dos; Lahr, Francisco Antonio Rocco ; Almeida, Diego Henrique de; Christoforo, André Luis
Fonte: Buildings. Unidade: EESC
Assuntos: CONCRETO, CISALHAMENTO, MATERIAIS COMPÓSITOS DE FIBRAS, POLÍMEROS (MATERIAIS), ESTRUTURAS
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ABNT
ALVES, Larissa Fé et al. Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels. Buildings, v. 14, n. 7, p. 1-23, 2024Tradução . . Disponível em: https://dx.doi.org/10.3390/buildings14072178. Acesso em: 18 out. 2024.
APA
Alves, L. F., Pessoa, P. de M., Jardim, P. I. L. G., Faustino, E., Santos, H. F. dos, Lahr, F. A. R., et al. (2024). Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels. Buildings, 14( 7), 1-23. doi:10.3390/buildings14072178
NLM
Alves LF, Pessoa P de M, Jardim PILG, Faustino E, Santos HF dos, Lahr FAR, Almeida DH de, Christoforo AL. Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels [Internet]. Buildings. 2024 ; 14( 7): 1-23.[citado 2024 out. 18 ] Available from: https://dx.doi.org/10.3390/buildings14072178
Vancouver
Alves LF, Pessoa P de M, Jardim PILG, Faustino E, Santos HF dos, Lahr FAR, Almeida DH de, Christoforo AL. Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels [Internet]. Buildings. 2024 ; 14( 7): 1-23.[citado 2024 out. 18 ] Available from: https://dx.doi.org/10.3390/buildings14072178

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